CN204532359U - The multi-cutter-disk combined type cutting system of rectangular pipe jacking machine - Google Patents
The multi-cutter-disk combined type cutting system of rectangular pipe jacking machine Download PDFInfo
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- CN204532359U CN204532359U CN201520168102.4U CN201520168102U CN204532359U CN 204532359 U CN204532359 U CN 204532359U CN 201520168102 U CN201520168102 U CN 201520168102U CN 204532359 U CN204532359 U CN 204532359U
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Abstract
The multi-cutter-disk combined type cutting system of the utility model rectangular pipe jacking machine, relate to building implements technical field, construct for existing tool head in sandy soil stratum, face sand easily caves in, and cutterhead is easily blocked by the soil body, even cause the problem of cutterhead bearing breaking.It comprises several cutterheads be symmetrically distributed on the shield body of rectangular pipe jacking machine, and the drive unit driving cutterhead to rotate, and the circumference of the Cutting trajectory of adjacent two cutterheads is tangent.The utility model expands the area of cut of cutterhead, and can realize stratum tunneling boring and cut, avoid cutterhead stranded, operating efficiency is improved.
Description
Technical field
The utility model relates to building implements technical field, particularly a kind of multi-cutter-disk combined type cutting system of rectangular pipe jacking machine.
Background technology
Jacking construction is the construction method of a kind of underground pipeline grown up after shield-tunneling construction, it is by means of the thrust of main top oil cylinder and pipeline enclosure relay ring etc., tool pipe or development machine are shifted onto in received well through soil layer in active well always and slings, simultaneously, by the piping laying that follows closely after tool pipe or development machine between Liang Jing, thus realize the construction method of trenchless installation underground pipeline.
Rectangular pipe jacking machine implements one of common equipment of laying of underground pipeline, and the cutterhead pattern on rectangular pipe jacking machine is stablized in excavation face, soil pressure keeps, there is larger difference in the flowing to property of sand, cutterhead load and moment of torsion etc.Wherein, tool head is usually large by 5 or 6, little cutterhead is arranged in a combination, and it is large, stagger before and after little cutterhead, on cutterhead, the rear of each blade row is equipped with stirring rod, the tool head area of cut can reach more than 90%, but, excavated section stratum is mainly to the geological environment of sandy soil, tool head dead ahead and the frictional resistance of the surrounding soil body to cutterhead larger, as premium mud can not be modulated in time during shutdown, face (namely excavating the work plane of constantly pushing ahead in tunnel) sand easily caves in, precipitation and the phenomenon that hardens, and, the clay bin accumulating at lower part soil of rectangular pipe jacking machine is not easily discharged, make cutterhead by card, even cause cutterhead bearing breaking, have a strong impact on programming and quality.
Summary of the invention
Construct in sandy soil stratum for existing tool head, face sand easily caves in, and cutterhead is easily blocked by the soil body, even cause the problem of cutterhead bearing breaking, the purpose of this utility model is to provide a kind of multi-cutter-disk combined type cutting system of rectangular pipe jacking machine, changes the position relationship of assembled cutter head, expand the area of cut of cutterhead, can realize stratum tunneling boring to cut, avoid cutterhead stranded, operating efficiency is improved.
The utility model solves the multi-cutter-disk combined type cutting system of the rectangular pipe jacking machine that its technical problem adopts, comprise several cutterheads be symmetrically distributed on the shield body of described rectangular pipe jacking machine, and the drive unit driving described cutterhead to rotate, the circumference of the Cutting trajectory of adjacent two described cutterheads is tangent.
Preferably, described in several, cutterhead is in the same plane.
Better, it comprises 7 cutterheads, is respectively the cutterhead one being positioned at described shield body middle and lower part; Be symmetricly set in the both sides of described cutterhead one, and the cutterhead two of upper and lower layout and cutterhead three; And two cutterheads four be arranged at above described cutterhead one.
Preferably, the diameter of described cutterhead one is greater than the diameter of described cutterhead two and cutterhead three, and the diameter of described cutterhead four is less than the diameter of described cutterhead two and cutterhead three.
Preferably, described cutterhead is evenly equipped with dual-pilot cutter and scraper, the edge of described cutterhead is also provided with two-way limit and digs cutter and hobboing cutter, and described dual-pilot cutter, scraper, two-way limit dig cutter and hobboing cutter all adopts mine hard alloy cutter head.
Preferably, uniform at least four the unidirectional grout mouths in the front of described cutterhead.
Preferably, described multi-cutter-disk combined type cutting system adopts sclerotic teeth wheel set, and module is more than or equal to 18.
Preferably, the torque coefficient of described cutterhead is α, and 2.42≤α≤2.94.
Preferably, the housing of described shield body is divided into three joints along its axis, and hinged by deviation-rectifying system between the described housing of adjacent two joint.
Preferably, described drive unit is built-in box-structure, and adopts forward type thrust bearing, and described drive unit is by independently Frequency Converter Control.
Effect of the present utility model is: the cutter head structure of the utility model multi-cutter-disk combined type cutting system is symmetrical, uniform force, little to the disturbance of the soil body, what is more important, compared with the tool head of prior art, the circumference of adjacent two knife cutting tracks is tangent, expand the area of cut of cutterhead, avoid leaving dead angle, stratum tunneling boring can be realized and cut, avoid cutterhead stranded, thus improve operating efficiency.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model one embodiment multi-cutter-disk combined type cutting system;
Fig. 2 is the structural representation of cutterhead one in the utility model one embodiment.
Detailed description of the invention
Be described in further detail below in conjunction with the multi-cutter-disk combined type cutting system of the drawings and specific embodiments to the rectangular pipe jacking machine that the utility model proposes.According to explanation below and claims, advantage of the present utility model and feature will be clearer.Below by cited embodiment by reference to the accompanying drawings, technology contents of the present utility model and feature will be described in detail.Need to illustrate in addition, accompanying drawing all adopts the form that simplifies very much and all uses non-ratio accurately, only in order to object that is convenient, aid illustration the utility model embodiment lucidly.For sake of convenience, hereinafter described " on ", D score is consistent with the upper and lower direction of accompanying drawing, but this can not become the restriction of technical solutions of the utility model.
Composition graphs 1 and Fig. 2 illustrate the multi-cutter-disk combined type cutting system of the utility model rectangular pipe jacking machine, the present embodiment is for certain People's Bank of China's subway project, it is positioned at the intersection in two road, in order to solve the current problem of this crossing's pedestrian's street crossing, this underpass is made up of four rectangle main channels and access, six ground ladder access, wherein, main channel utilizes rectangular pipe jacking machine non-excavated jacking to construct, and heads into by root the prefabricated reinforced concrete tube coupling that soil layer is of a size of 6900mm × 4200mm.Pan soil during above-mentioned engineering ground stratum belongs to, is followed successively by: 1. layer miscellaneous fill, 2. 1 layer of isabelline silt from top to bottom, 2. 2 layers of yellowish-brown gravel, 2. 3 layers of yellowish-brown silty clay, 3. 1 layer of yellowish-brown-grey black silty clay, 3. 2 layers of yellowish-brown Extra-fine sand, 4. layer grayish green-grey black silty clay.This engineering structure base plate is positioned at 2. 2 layers of yellowish-brown sandy gravel stratum, 2. 3 rectangular pipe jacking machine passes through, 3. 1,3. 2,4. layer, according to the situation analysis of site work well excavation of foundation pit, rectangular pipe jacking machine passes through within the scope of region height 4.2m and is mainly the thick sandy gravel stratum of 1.2m and 3m thick sandy soil layer.
As shown in Figure 1, the multi-cutter-disk combined type cutting system of rectangular pipe jacking machine comprises several cutterheads be symmetricly set on the shield body 10 of rectangular pipe jacking machine, and the circumference of adjacent two knife cutting tracks (in figure shown in thick dashed line a) is tangent.The cutter head structure of the utility model multi-cutter-disk combined type cutting system is symmetrical, uniform force, little to the disturbance of the soil body, what is more important, compared with the tool head of prior art, the circumference of adjacent two knife cutting tracks is tangent, expand the area of cut of cutterhead, avoid leaving dead angle, stratum tunneling boring can be realized and cut, avoid cutterhead stranded, thus improve operating efficiency.
Better, above-mentioned cutterhead is in the same plane, the technical scheme staggered before and after cutterhead compared to existing technology, and each cutterhead, at tunneling process cutting soil simultaneously, can be avoided face sand to cave in, thus more be conducive to meeting the stable construction requirement of face.
Please continue to refer to Fig. 1, the multi-cutter-disk combined type cutting system of above-mentioned rectangular pipe jacking machine comprises 7 cutterheads, be respectively the cutterhead 1 being positioned at shield body 10 middle and lower part, be symmetricly set in the both sides of cutterhead 1, and the cutterhead 2 12 of upper and lower layout and cutterhead 3 13, and two cutterheads 4 14 be arranged at above cutterhead 1, it is noted that described in the present embodiment " on ", D score be with shield body 10 front vertical in tunneling direction state as a reference.Further, the diameter of cutterhead 1 is greater than the diameter of cutterhead 2 12 and cutterhead 3 13, and the diameter of cutterhead 4 14 is less than the diameter of cutterhead 2 12 and cutterhead 3 13.The utility model adopts the cutting system of 7 large and small cutterhead combinations, have the advantages that cutterhead gap is little and the area of cut is large, each cutterhead cuts the face soil body in sandy gravel stratum simultaneously, effectively can control the landslide of the face soil body, thus ensures that construction is carried out smoothly.The preferred diameter of the present embodiment is
cutterhead 1, diameter is
cutterhead 2 12, diameter is
cutterhead three, and diameter is
cutterhead four, and the thickness of cutterhead 1, cutterhead 2 12, cutterhead 3 13 and cutterhead 4 14 is 190mm.The selection of above-mentioned each cutterhead size can either expand the area of cut of cutterhead to greatest extent, can obtain higher cost performance again.
Please refer to Fig. 2, this sentences cutterhead 1 and illustrates its structure for example, in order to can effectively tunnel, has some high strength and wear-resisting dual-pilot cutter 11-1 in cutterhead 1 circumferential arrangement; Cutterhead one is also arranged some super abrasive mytiliform scraper 11-2, to prevent cutterhead 1 spoke and flat scraper excessive wear; And, the edge of cutterhead 1 is also provided with two-way limit and digs cutter 11-3 and hobboing cutter 11-4, above-mentioned dual-pilot cutter 11-1, scraper 11-2, cutter 11-3 is dug on two-way limit and hobboing cutter 11-4 all adopts mine hard alloy cutter head, to improve its abrasion resistance, the cutting operation in fine sand, medium sand and gravel stratum can be adapted to.Front also uniform at least four unidirectional grout mouth 11-5 of cutterhead 1, can filled with water, note mud, foam etc., for improveing the intensity of the face soil body, avoid the phenomenon of caving in of face sand.Structure and the cutterhead 1 of above-mentioned cutterhead 2 12, cutterhead 3 13 and cutterhead 4 14 are similar, no longer repeated description.In addition, the present embodiment multi-cutter-disk combined type cutting system is positioned at the front end of clay bin, the cutter chuck holder adapted of above-mentioned each cutterhead is fixed on dividing plate, the drive unit driving cutterhead to rotate to be fixed on dividing plate and to be positioned at and drives storehouse, the back side of each cutterhead is provided with stirring rod, the annexation of above-mentioned cutterhead is the technology contents that those skilled in the art all know, and no longer describes in detail herein.
Above-mentioned multi-cutter-disk combined type cutting system adopts sclerotic teeth wheel set, and module is more than or equal to 18.The preferred module of the present embodiment is the gear pair of 18, the needs of long-time tunneling construction under not only can meeting sandy gravel stratum geological conditions, and cost performance is higher.
The present embodiment takes into full account the feature that in sandy gravel stratum geological conditions, rectangular top pipe machine operation driving torque is large, and therefore, the torque coefficient α of above-mentioned cutterhead is preferably 2.42≤α≤2.94.
Above-mentioned shield body 10 housing is divided into three joints along its axis, procapsid length 1750mm in the present embodiment, middle shell length 1700mm, back casing length 1970mm, and hinged by deviation-rectifying system between adjacent two joint housings, deviation-rectifying system is made up of 16 group oil cylinders, adjacent housings is made to have a small angle to adjust the direction of driving by different actions, deviation adjustment angle is level ± 1.34 °, vertical ± 2.32 °, maximum thrust 2800T.The shell structure of three joints is conducive to the long-distance transportation of rectangular pipe jacking machine, shield body 10 procapsid panel distributes some unidirectional grout mouth 11-5, and for improveing the face soil body, 3mm slip casting steel bushing plate is set up on procapsid top, be conducive to preventing head from carrying on the back soil, increase the lubricity of head in sandy soil.Distribute after shield body 10 back casing waterstop sealing grouting port, can reduce frictional resistance equally.The all bell and spigots of housing all carry out machining, can effectively reduce Seepage in rectangular pipe jacking machine, strengthen sealing effectiveness.
The drive unit of above-mentioned multi-cutter-disk combined type cutting system is built-in box-structure, can bear axial force, and supporting capacity strong, be out of shape little; Drive unit adopts forward type thrust bearing, the feature such as have size and bearing capacity is large, the life-span is long, and makes the overall stress of drive unit good; Above-mentioned drive unit, by independently Frequency Converter Control, can realize 0 ~ 2r/min stepless speed regulation, also can adjust arbitrarily the attitude of rotation direction and control rectangle push-bench.
In the present embodiment, for discharging, to cut the conveying worm of the soil body be the steel pipe being built-in with spiral blade, its one end is communicated with clay bin, the other end and rectangular pipe jacking machine ft connection, the drive motors being fixed on outer wall of steel pipe drives spiral blade to rotate by gear drive, thus is delivered to outside machine by the cutting soil body in clay bin.For adapting to the job requirements of sandy gravel stratum geological conditions, the present embodiment adopts heavy caliber axially unearthed conveying worm, preferred bore
conveying worm, its unearthed amount can reach 60m
3/ h, frequency control 0 ~ 18r/min; And adopt thrust bearing, there is the advantages such as life-span length, stable drive; Meanwhile, adopt profile of tooth sealing ring, there is the advantage that hermetic seal is effective, the life-span is long; In addition, adopt four access hole of removing obstacles for sandy gravel stratum stratum, consider, when locally running into gravel diameter and being larger, access hole to be opened under air pressure conditions and manually remove obstacles.
Foregoing description is only the description to the utility model preferred embodiment; any restriction not to the utility model scope; any change that the those of ordinary skill in the utility model field does according to above-mentioned disclosure, modification, all belong to the protection domain of claims.
Claims (10)
1. the multi-cutter-disk combined type cutting system of rectangular pipe jacking machine, comprise several cutterheads be symmetrically distributed on the shield body of described rectangular pipe jacking machine, and the drive unit driving described cutterhead to rotate, it is characterized in that: the circumference of the Cutting trajectory of adjacent two described cutterheads is tangent.
2. multi-cutter-disk combined type cutting system according to claim 1, is characterized in that: described in several, cutterhead is in the same plane.
3. multi-cutter-disk combined type cutting system according to claim 1 and 2, is characterized in that: comprise 7 cutterheads, is respectively the cutterhead one being positioned at described shield body middle and lower part; Be symmetricly set in the both sides of described cutterhead one, and the cutterhead two of upper and lower layout and cutterhead three; And two cutterheads four be arranged at above described cutterhead one.
4. multi-cutter-disk combined type cutting system according to claim 3, is characterized in that: the diameter of described cutterhead one is greater than the diameter of described cutterhead two and cutterhead three, and the diameter of described cutterhead four is less than the diameter of described cutterhead two and cutterhead three.
5. multi-cutter-disk combined type cutting system according to claim 1 and 2, it is characterized in that: described cutterhead is evenly equipped with dual-pilot cutter and scraper, the edge of described cutterhead is also provided with two-way limit and digs cutter and hobboing cutter, and described dual-pilot cutter, scraper, two-way limit dig cutter and hobboing cutter all adopts mine hard alloy cutter head.
6. multi-cutter-disk combined type cutting system according to claim 1 and 2, is characterized in that: uniform at least four the unidirectional grout mouths in front of described cutterhead.
7. multi-cutter-disk combined type cutting system according to claim 1 and 2, is characterized in that: described multi-cutter-disk combined type cutting system adopts sclerotic teeth wheel set, and module is more than or equal to 18.
8. multi-cutter-disk combined type cutting system according to claim 1 and 2, is characterized in that: the torque coefficient of described cutterhead is α, and 2.42≤α≤2.94.
9. multi-cutter-disk combined type cutting system according to claim 1 and 2, is characterized in that: the housing of described shield body is divided into three joints along its axis, and hinged by deviation-rectifying system between the described housing of adjacent two joint.
10. multi-cutter-disk combined type cutting system according to claim 1 and 2, is characterized in that: described drive unit is built-in box-structure, and adopts forward type thrust bearing, and described drive unit is by independently Frequency Converter Control.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520168102.4U CN204532359U (en) | 2015-03-24 | 2015-03-24 | The multi-cutter-disk combined type cutting system of rectangular pipe jacking machine |
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| CN201520168102.4U CN204532359U (en) | 2015-03-24 | 2015-03-24 | The multi-cutter-disk combined type cutting system of rectangular pipe jacking machine |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105937398A (en) * | 2016-06-20 | 2016-09-14 | 中铁工程装备集团有限公司 | Same-plane multi-cutter-disc rectangular tunneling machine used in water-rich pebble stratum |
| CN111997645A (en) * | 2020-09-10 | 2020-11-27 | 中铁工程装备集团有限公司 | Multi-cutter-head tunneling machine |
-
2015
- 2015-03-24 CN CN201520168102.4U patent/CN204532359U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105937398A (en) * | 2016-06-20 | 2016-09-14 | 中铁工程装备集团有限公司 | Same-plane multi-cutter-disc rectangular tunneling machine used in water-rich pebble stratum |
| CN111997645A (en) * | 2020-09-10 | 2020-11-27 | 中铁工程装备集团有限公司 | Multi-cutter-head tunneling machine |
| CN111997645B (en) * | 2020-09-10 | 2022-03-04 | 中铁工程装备集团有限公司 | Multi-cutter-head tunneling machine |
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